JP3313027B2 - Method and apparatus for biological deodorization of anaerobic treatment tank in sewage treatment equipment - Google Patents
Method and apparatus for biological deodorization of anaerobic treatment tank in sewage treatment equipmentInfo
- Publication number
- JP3313027B2 JP3313027B2 JP19828096A JP19828096A JP3313027B2 JP 3313027 B2 JP3313027 B2 JP 3313027B2 JP 19828096 A JP19828096 A JP 19828096A JP 19828096 A JP19828096 A JP 19828096A JP 3313027 B2 JP3313027 B2 JP 3313027B2
- Authority
- JP
- Japan
- Prior art keywords
- treatment tank
- carrier
- anaerobic treatment
- anaerobic
- water
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A50/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE in human health protection, e.g. against extreme weather
- Y02A50/20—Air quality improvement or preservation, e.g. vehicle emission control or emission reduction by using catalytic converters
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Landscapes
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
- Biological Treatment Of Waste Water (AREA)
- Treating Waste Gases (AREA)
Description
【0001】[0001]
【発明の属する技術分野】本発明は粉砕厨芥を含む生活
雑排水や屎尿排水等を処理する汚水処理装置に関し、詳
しくは嫌気処理槽内で発生する悪臭ガスの生物脱臭方法
及びその装置に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a sewage treatment apparatus for treating household wastewater or human wastewater containing crushed garbage, and more particularly to a method and apparatus for biologically deodorizing odorous gas generated in an anaerobic treatment tank. is there.
【0002】[0002]
【従来の技術】従来の生物脱臭法は、汚水処理装置の臭
気を嫌気処理槽の外部に設置した生物脱臭装置に吸引
し、吸気を反応槽内に導入し希薄な臭気とする第1工程
と、希薄な臭気を反応槽内に導入し、更に薄めて反応槽
外へ取り出す第2工程との2段階で脱臭している。2. Description of the Related Art In a conventional biological deodorization method, the odor of a sewage treatment apparatus is sucked into a biological deodorization apparatus installed outside an anaerobic treatment tank, and the intake air is introduced into the reaction tank to make a lean odor. The deodorization is carried out in two stages, that is, the second step of introducing a dilute odor into the reaction tank, further diluting it and taking it out of the reaction tank.
【0003】[0003]
【発明が解決しようとする課題】生物脱臭は悪臭の成分
である硫化水素、アンモニア、アミン類、メチルメルカ
プタン、硫化メチル、二硫化メチル等を含有したガスが
水と接触すると、悪臭成分は水に溶解し、水に溶解した
悪臭成分は硫黄酸化細菌、硫黄細菌、硝酸菌、亜硝酸菌
等の微生物と接触し、微生物は悪臭成分を分解しエネル
ギー源として利用するもので、その装置としては担体に
散水パイプより散水し、悪臭ガスが担体に沿って通過す
る構造となっている。そして、多孔質の担体としてポリ
プロピレン製の繊維や多孔質セラミックスが使用されて
いる。When a gas containing malodorous components such as hydrogen sulfide, ammonia, amines, methyl mercaptan, methyl sulfide, and methyl disulfide comes in contact with water, the malodorous component is converted to water. The malodorous component dissolved and dissolved in water comes in contact with microorganisms such as sulfur oxidizing bacteria, sulfuric bacteria, nitric acid bacteria and nitrite bacteria, and the microorganisms decompose the malodorous component and use it as an energy source. The structure has a structure in which water is sprinkled from a water sprinkling pipe and the odorous gas passes along the carrier. Further, polypropylene fibers and porous ceramics are used as the porous carrier.
【0004】本発明はこのような生物脱臭を利用し、従
来の生物脱臭装置の設置による汚水処理装置の拡大化を
防止できると共に、より簡易な方法及び装置で効率よく
脱臭機能を発揮することの可能な汚水処理装置に於ける
嫌気処理槽の生物脱臭方法及びその装置を提供しようと
するものである。The present invention makes use of such biological deodorization to prevent the expansion of sewage treatment equipment by installing a conventional biological deodorization apparatus, and to exhibit a deodorizing function efficiently with a simpler method and apparatus. An object of the present invention is to provide a method and an apparatus for biological deodorization of an anaerobic treatment tank in a possible sewage treatment apparatus.
【0005】[0005]
【課題を解決するための手段】上記課題を解決するため
本発明方法は、嫌気処理槽を有する汚水処理装置に於い
て、前記嫌気処理槽の水面付近の下方に担体流出防止用
網状体が横設され、この担体流出防止用網状体の上部よ
り水面の上方まで多孔質担体を充填し、嫌気処理槽内よ
り発生する臭気成分を前記多孔質担体の充填層内にて発
生する微生物により脱臭することを特徴とするものであ
る。又、本発明方法は、前記嫌気処理槽の水面に担体流
出防止用網状体が横設され、この担体流出防止用網状体
の上部に多孔質担体が充填されていることを特徴とする
ものである。In order to solve the above-mentioned problems, a method of the present invention is directed to a sewage treatment apparatus having an anaerobic treatment tank, wherein a net for preventing carrier outflow is provided below the vicinity of the water surface of the anaerobic treatment tank. The porous carrier is filled from the upper portion of the carrier outflow preventing mesh to above the water surface, and odor components generated from the inside of the anaerobic treatment tank are deodorized by microorganisms generated in the packed layer of the porous carrier. It is characterized by the following. Further, the method of the present invention is characterized in that a carrier outflow preventing net is laterally provided on the water surface of the anaerobic treatment tank, and an upper portion of the carrier outflow preventing net is filled with a porous carrier. is there.
【0006】又、本発明方法に使用する多孔質担体は吸
水性及び保水性を有することを特徴とするものである。[0006] The porous carrier used in the method of the present invention is characterized by having water absorption and water retention.
【0007】又、本発明装置は、嫌気処理槽を有する汚
水処理装置に於いて、前記嫌気処理槽の水面付近の下方
に担体流出防止用網状体が横設され、この担体流出防止
用網状体の上部より水面の上方まで多孔質担体が充填さ
れていることを特徴とするものである。又、本発明装置
は、前記嫌気処理槽の水面に担体流出防止用網状体が横
設され、この担体流出防止用網状体の上部に多孔質担体
が充填されていることを特徴とするものである。Further, the present invention relates to a sewage treatment apparatus having an anaerobic treatment tank, wherein a net for preventing carrier outflow is provided horizontally below the water surface of the anaerobic treatment tank, and the net for preventing carrier outflow is provided. The porous carrier is filled from above to above the water surface. Further, the apparatus of the present invention is characterized in that a carrier outflow preventing net is horizontally provided on the water surface of the anaerobic treatment tank, and a porous carrier is filled in an upper portion of the carrier outflow preventing net. is there.
【0008】又、本発明装置に使用する多孔質担体は吸
水性及び保水性を有することを特徴とするものである。[0008] The porous carrier used in the device of the present invention is characterized by having water absorption and water retention.
【0009】依って、本発明方法及び装置は嫌気処理槽
内の汚水中の悪臭ガスは水面上より上昇するが、水面又
は水面付近の下方に横設された担体流出防止用網状体の
上部に水面又は水中より水面の上方に多孔質担体が充填
され、この多孔質担体に沿って悪臭ガスは通過する。多
孔質担体は性質上水分を吸収し易く、水面に担体流出防
止用網を横設した場合は水面より、又水面付近の下方に
担体流出防止用網を横設した場合は水中より常に水分を
吸収しているため多孔質担体に散水する必要がなく多孔
質担体の微細気孔中に硫黄酸化細菌、硫黄細菌、硝酸
菌、亜硝酸菌等の微生物が棲息・繁殖して微生物が多量
に付着し、この微生物によりアンモニア、アミン類、硫
化水素等の悪臭の成分が分解し、エネルギー源として吸
収し増殖する。依って分解された悪臭成分は無臭状態と
なる。Therefore, the method and the device of the present invention are capable of preventing the odor gas in the sewage in the anaerobic treatment tank from rising above the water surface, but at the upper part of the carrier outflow preventing net placed below the water surface or near the water surface. The porous carrier is filled above the water surface or above the water surface, and the malodorous gas passes along the porous carrier. Porous carriers are easily absorbed in nature due to their nature.When a carrier outflow prevention net is laid horizontally on the water surface, and when a carrier outflow prevention net is laid below the water surface, water is always absorbed from the water. Because it is absorbed, it is not necessary to spray water on the porous carrier, and microorganisms such as sulfur oxidizing bacteria, sulfur bacteria, nitric acid bacteria, nitrite bacteria inhabit and propagate in the fine pores of the porous carrier, and a large amount of microorganisms adhere The odorous components such as ammonia, amines, and hydrogen sulfide are decomposed by the microorganism, and are absorbed and multiplied as an energy source. Accordingly, the malodorous components decomposed become odorless.
【0010】又、本発明方法及び装置に使用される多孔
質担体の特徴は、吸水性及び保水性を有するから嫌気処
理槽の水面又は水中よりの吸水力が大きく、又保水力を
有するため常に湿潤状態でガス中の悪臭成分を保持水分
に溶解させ散水されている場合と同様の状態になり、脱
臭・作用がより効率よく行われる。The porous carrier used in the method and apparatus of the present invention is characterized in that it has water absorption and water retention, so that it has a large water absorption power from the surface of the anaerobic treatment tank or from the water. In the wet state, the malodorous component in the gas is dissolved in the retained moisture and the state becomes the same as when water is sprinkled, and the deodorization and action are performed more efficiently.
【0011】[0011]
【発明の実施の形態】以下、本発明の一実施の形態を図
面に基づき説明する。図1は本発明方法及び装置の一実
施の形態を示し、担体流出防止用網を水面の下方に横設
した場合の構成図、図2は同上の担体流出防止用網を水
面に横設した場合の構成図である。而して、図中1は汚
水処理装置の嫌気処理槽であり、嫌気処理槽1内の水面
又は水面付近の下方に担体流出防止用網状体2が横設さ
れている。担体流出防止用網状体2は水面又は水面付近
の下方全面に張設してもよく、又一部に張設してもよ
い。DESCRIPTION OF THE PREFERRED EMBODIMENTS One embodiment of the present invention will be described below with reference to the drawings. FIG. 1 shows an embodiment of the method and the apparatus of the present invention, in which a carrier outflow prevention net is horizontally arranged below a water surface, and FIG. It is a block diagram in the case. In the figure, reference numeral 1 denotes an anaerobic treatment tank of the sewage treatment apparatus, and a carrier outflow preventing net 2 is provided horizontally below or near the water surface in the anaerobic treatment tank 1. The carrier outflow preventing net 2 may be stretched over the entire surface below or near the water surface, or may be partially stretched.
【0012】担体流出防止用網状体2上に多孔質担体3
が水面の上方まで充填されている。多孔質担体3はセル
数20〜50ヶ/インチ、大きさ10〜20mm角、見
掛け比重0.95〜1.1のポリウレタンフォームより
成っている。又、多孔質担体3は微細気孔を有し、且つ
気孔が連通している粒状物が望ましく吸水性及び保水性
を有するものであれば前記ポリウレタンフォームに限ら
ず、多孔質セラミックス、樹脂成形品、繊維、樹脂発泡
品、多孔石等でもよい。The porous carrier 3 is placed on the carrier outflow preventing net 2.
Is filled to above the water surface. The porous carrier 3 is made of a polyurethane foam having a cell number of 20 to 50 cells / inch, a size of 10 to 20 mm square, and an apparent specific gravity of 0.95 to 1.1. The porous carrier 3 is not limited to the polyurethane foam as long as the granular material having fine pores and the pores communicating with each other desirably has water absorption and water retention properties. Fibers, resin foams, porous stones and the like may be used.
【0013】多孔質担体3は嫌気処理槽1内の吸い上げ
た水分と相俟って悪臭ガスが通過する際に付着した硫黄
酸化細菌、硫黄細菌、硝酸菌、亜硝酸菌等の微生物を担
持する。The porous carrier 3 carries microorganisms such as sulfur oxidizing bacteria, sulfur bacteria, nitric acid bacteria, nitrite bacteria and the like attached when the malodorous gas passes through in combination with the water absorbed in the anaerobic treatment tank 1. .
【0014】4は汚水流入管であり、下水等からの汚水
を導入する。5は処理済水の流出管である。Reference numeral 4 denotes a sewage inflow pipe for introducing sewage from sewage or the like. 5 is an outflow pipe of the treated water.
【0015】[0015]
【発明の効果】本発明に依れば、嫌気処理槽で悪臭ガス
は多孔質担体に棲息・繁殖する微生物によりその成分が
分解され無臭状態となり嫌気処理槽外へ排気される。そ
して、多孔質担体には従来の様に散水装置を設け散水す
る必要がなく、嫌気処理槽内の水分の吸収により自ずと
なされるから、別途に生物脱臭装置を槽外に設ける必要
がなく、設備費が軽減でき又装置もコンパクトとなる。According to the present invention, in the anaerobic treatment tank, the malodorous gas is decomposed by microorganisms that inhabit and propagate on the porous carrier, becomes odorless, and is exhausted out of the anaerobic treatment tank. And it is not necessary to sprinkle water by providing a watering device as in the prior art on the porous carrier, and it is automatically made by absorbing water in the anaerobic treatment tank, so there is no need to separately provide a biological deodorizing device outside the tank, equipment The cost can be reduced and the device can be made compact.
【図面の簡単な説明】[Brief description of the drawings]
【図1】本発明方法に依る装置の一実施の形態を示す構
成図である。FIG. 1 is a block diagram showing an embodiment of an apparatus according to the method of the present invention.
【図2】本発明方法に依る装置の一実施の形態を示す構
成図である。FIG. 2 is a configuration diagram showing an embodiment of an apparatus according to the method of the present invention.
1 嫌気処理槽 2 担体流出防止用網状体 3 多孔質担体 4 汚水流入管 5 流出管 DESCRIPTION OF SYMBOLS 1 Anaerobic treatment tank 2 Carrier outflow prevention net 3 Porous carrier 4 Sewage inflow pipe 5 Outflow pipe
───────────────────────────────────────────────────── フロントページの続き (51)Int.Cl.7 識別記号 FI C02F 3/10 ──────────────────────────────────────────────────の Continued on the front page (51) Int.Cl. 7 Identification code FI C02F 3/10
Claims (6)
て、前記嫌気処理槽の水面付近の下方に担体流出防止用
網状体が横設され、この担体流出防止用網状体の上部よ
り水面の上方まで多孔質担体を充填し、嫌気処理槽内よ
り発生する臭気成分を前記多孔質担体の充填層内にて発
生する微生物により脱臭することを特徴とする汚水処理
装置に於ける嫌気処理槽の生物脱臭方法。In a sewage treatment apparatus having an anaerobic treatment tank, a carrier outflow preventing net is horizontally provided below a vicinity of a water surface of the anaerobic treating tank, and the carrier outflow preventing net is placed above the water surface. The anaerobic treatment tank in the sewage treatment apparatus, characterized in that the porous carrier is filled up to the top, and the odor components generated from the inside of the anaerobic treatment tank are deodorized by microorganisms generated in the packed layer of the porous carrier. Biological deodorization method.
網状体が横設され、この担体流出防止用網状体の上部に
多孔質担体が充填されていることを特徴とする請求項1
記載の汚水処理装置に於ける嫌気処理槽の生物脱臭方
法。2. A carrier outflow preventing net is laterally provided on a water surface of the anaerobic treatment tank, and a porous carrier is filled in an upper portion of the carrier outflow preventing net.
A biological deodorization method for an anaerobic treatment tank in the sewage treatment apparatus described in the above.
することを特徴とする請求項1又は2記載の汚水処理装
置に於ける嫌気処理槽の生物脱臭方法。3. The biological deodorization method for an anaerobic treatment tank in a sewage treatment apparatus according to claim 1, wherein the porous carrier has water absorption and water retention.
て、前記嫌気処理槽の水面付近の下方に担体流出防止用
網状体が横設され、この担体流出防止用網状体の上部よ
り水面の上方まで多孔質担体が充填されていることを特
徴とする汚水処理装置に於ける嫌気処理槽の生物脱臭装
置。4. In a sewage treatment apparatus having an anaerobic treatment tank, a carrier outflow preventing net is horizontally provided below a vicinity of a water surface of the anaerobic treating tank, and the carrier outflow preventing net is placed above the water surface. A biological deodorization apparatus for an anaerobic treatment tank in a sewage treatment apparatus, wherein a porous carrier is filled up to the top.
網状体が横設され、この担体流出防止用網状体の上部に
多孔質担体が充填されていることを特徴とする請求項4
記載の汚水処理装置に於ける嫌気処理槽の生物脱臭装
置。5. A carrier outflow preventing net is horizontally provided on the water surface of the anaerobic treatment tank, and a porous carrier is filled in an upper portion of the carrier outflow preventing net.
A biological deodorizing apparatus for an anaerobic treatment tank in the sewage treatment apparatus described in the above.
することを特徴とする請求項4又は5記載の汚水処理装
置に於ける嫌気処理槽の生物脱臭装置。6. The biological deodorization apparatus for an anaerobic treatment tank in a sewage treatment apparatus according to claim 4, wherein the porous carrier has water absorption and water retention.
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19828096A JP3313027B2 (en) | 1996-07-08 | 1996-07-08 | Method and apparatus for biological deodorization of anaerobic treatment tank in sewage treatment equipment |
KR1019970003735A KR980009145A (en) | 1996-07-08 | 1997-02-06 | Biological deodorization method of anaerobic treatment tank in sewage treatment apparatus and apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP19828096A JP3313027B2 (en) | 1996-07-08 | 1996-07-08 | Method and apparatus for biological deodorization of anaerobic treatment tank in sewage treatment equipment |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH1015583A JPH1015583A (en) | 1998-01-20 |
JP3313027B2 true JP3313027B2 (en) | 2002-08-12 |
Family
ID=16388508
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP19828096A Expired - Fee Related JP3313027B2 (en) | 1996-07-08 | 1996-07-08 | Method and apparatus for biological deodorization of anaerobic treatment tank in sewage treatment equipment |
Country Status (2)
Country | Link |
---|---|
JP (1) | JP3313027B2 (en) |
KR (1) | KR980009145A (en) |
Families Citing this family (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP3750648B2 (en) * | 2001-11-02 | 2006-03-01 | Jfeエンジニアリング株式会社 | Digestion gas desulfurization apparatus and desulfurization method |
JP5571323B2 (en) * | 2008-05-13 | 2014-08-13 | 日本車輌製造株式会社 | Method and apparatus for desulfurizing fuel gas |
CN111760559B (en) * | 2020-06-19 | 2023-04-11 | 武汉工程大学 | Method for treating organic pollutants by using biological carrier technology |
-
1996
- 1996-07-08 JP JP19828096A patent/JP3313027B2/en not_active Expired - Fee Related
-
1997
- 1997-02-06 KR KR1019970003735A patent/KR980009145A/en not_active Application Discontinuation
Also Published As
Publication number | Publication date |
---|---|
JPH1015583A (en) | 1998-01-20 |
KR980009145A (en) | 1998-04-30 |
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LAPS | Cancellation because of no payment of annual fees |